Question

Difficulty: MediumHydrostatic Pressure

A municipal water network is supplied by a central water tower. The free surface of the water inside the tower is maintained at a constant elevation of 50 meters50\text{ meters} above sea level. The plumbing network is a closed, interconnected system, and the water is completely static.

Arrange the following four locations within this network in order from the LOWEST hydrostatic water pressure to the HIGHEST hydrostatic water pressure:

  1. 1A hilltop valve at an elevation of 40 meters40\text{ meters} above sea level
  2. 2A second-floor residential tap at an elevation of 20 meters20\text{ meters} above sea level
  3. 3A street-level fire hydrant at an elevation of 10 meters10\text{ meters} above sea level
  4. 4A basement water main at an elevation of 5 meters5\text{ meters} below sea level (−5 m-5\text{ m})

Answer

The correct order from lowest pressure to highest pressure is: Hilltop valve, Second-floor residential tap, Street-level fire hydrant, and Basement water main.
In a closed, static fluid system, hydrostatic pressure is determined entirely by the depth of the fluid relative to its highest free surface. By calculating the depth of each location from the 50-meter water tower surface, we find that locations at higher absolute elevations have shallower water columns above them, resulting in lower pressure. Conversely, locations at lower elevations have deeper water columns and thus higher pressure. Therefore, ranking the locations from highest elevation to lowest elevation correctly orders them from lowest hydrostatic pressure to highest hydrostatic pressure.

Step-by-Step Solution

1
Identify the reference point for hydrostatic pressure.
The reference point is the highest free surface of the interconnected water system, which is the water level in the tower at an elevation of 50 meters above sea level.
Hydrostatic pressure in a connected, static fluid system is driven by the depth of the fluid column below its highest free surface.
2
Calculate the depth of each location relative to the free surface.
Hilltop valve depth: 50−40=10 m50 - 40 = 10\text{ m}. Residential tap depth: 50−20=30 m50 - 20 = 30\text{ m}. Fire hydrant depth: 50−10=40 m50 - 10 = 40\text{ m}. Basement main depth: 50−(−5)=55 m50 - (-5) = 55\text{ m}.
Depth (hh) is found by subtracting the elevation of the specific point from the elevation of the fluid surface.
3
Relate the calculated depths to hydrostatic pressure and order them.
Since pressure increases proportionally with depth, the order from lowest to highest depth (and thus pressure) is 10 m10\text{ m}, 30 m30\text{ m}, 40 m40\text{ m}, and 55 m55\text{ m}.
Hydrostatic pressure (PP) is directly proportional to the fluid depth (hh) according to the formula P=ρghP = \rho g h.

Key Concept

Hydrostatic pressure in communicating vessels depends solely on the depth of the fluid from the highest free surface, independent of the shape of the pipes.
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